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SPL REPAIR TO BLDG NO T-27 AND T-28 AT SHIVMANDIR U AREA, PROVN OF GATE WITH PILLAR NEAR CHANAKYA AT CC, PATHWAY AND ALLIED WORKS AT VARIOUS LOC OF UNIT AREA AT U AREA AND VEH PARKING SHED WITH HARDSTANDING NEAR URC AND UNIT MI ROOM UNDER AGE B/R I,

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

SUKNA | Darjeeling, West Bengal

Amount: ₹41.6 LCloses: 6 Nov 2026

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Timeline

Published16 Oct 2026
Submission Opens30 Oct 2026
Closes6 Nov 2026
Bid Opening9 Nov 2026

Tender Value

₹41.6 L

EMD Value

₹83,160

Closing Date

6 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

Garrison Engineer Sukna

Address

Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009

Work Description

SPL REPAIR TO BLDG NO T-27 AND T-28 AT SHIVMANDIR U AREA, PROVN OF GATE WITH PILLAR NEAR CHANAKYA AT CC, PATHWAY AND ALLIED WORKS AT VARIOUS LOC OF UNIT AREA AT U AREA AND VEH PARKING SHED WITH HARDSTANDING NEAR URC AND UNIT MI ROOM UNDER AGE B/R I,

Tender Information

Tender ID

2026_MES_793468_1

Reference Number

GE Sukna/9195

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

180 days

Location

SUKNA

Source Website

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Eligibility / Pre-Qualification

AS PER TENDER DOCUMENTS

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of application on letter head of firm requesting issue of tender (.pdf)

RequiredScanned copy of cost of tender in form of DD or BC of Rs. 500 in favour of GE Sukna payable at Sukna (.pdf)

RequiredScanned copy of Enlistment letter in MES (.pdf)

RequiredScanned copy of documents related to Provident Fund Code Number (.pdf)

RequiredScanned copy of documents related to GST registration certificate (.pdf)

RequiredFor Unenlisted contractors scanned copy of docs meeting enlistment criteria as per contract manual (.pdf)

RequiredResidual workload for contractor one class below the eligible class as on bid submission date (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE SUKNA

EMD Fee Amount

₹83,160

Important Dates

Last Activity

16 Oct 2026

Published

16 Oct 2026

Bid Opening

9 Nov 2026

Download Starts

17 Oct 2026

Download Ends

6 Nov 2026

Submission Starts

30 Oct 2026

Clarification Period

17 Oct 2026 - 6 Nov 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (122 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.01	Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.	699.63	Sqm	-	-
2	Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.	79.56	Cum	-	-
3	Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.	42.89	Cum	-	-
4	Excavating in post holes( or similar holes) each n exc 0.50 cum , getting out,returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/ loose soil complete all as specified and directed.	20	Each	-	-
5	Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.	99.56	Cum	-	-
6	M&L for hardcore of gauge n.exc. 63 mm, with broken stone or boulder, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfaces complete all as specified and directed.	76.89	Cum	-	-
7	M&L for cement concrete 1:4:8 type D2, using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed.	2.95	Cum	-	-
8	M&L for PCC 1:3:6 type C2, using 40mm graded crushed stone aggregate, as in foundation filling & mass concrete complete all as specified and directed.	4.2	Cum	-	-
9	M&L for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in copping and filling in back of chowkat the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.	12.41	Cum	-	-
10	M&L for Providing, cement concrete 1:2:4 type-B1 using 20mm graded crushed stone aggregate in lintels upto 1.5m clear span, cills, steps;roof padding, seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones,bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed.	0.4	Cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.18 MB

Work Item Documents

docus9195.pdf

Tender Documents • 1.66 MB

BOQ_889882.xls

BOQ • 0.38 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.01

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.

699.63

Sqm

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.

79.56

Cum

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.

42.89

Cum

Excavating in post holes( or similar holes) each n exc 0.50 cum , getting out,returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/ loose soil complete all as specified and directed.

Each

Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.

99.56

Cum

M&L for hardcore of gauge n.exc. 63 mm, with broken stone or boulder, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfaces complete all as specified and directed.

76.89

Cum

M&L for cement concrete 1:4:8 type D2, using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed.

2.95

Cum

M&L for PCC 1:3:6 type C2, using 40mm graded crushed stone aggregate, as in foundation filling & mass concrete complete all as specified and directed.

4.2

Cum

M&L for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in copping and filling in back of chowkat the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.

12.41

Cum

M&L for Providing, cement concrete 1:2:4 type-B1 using 20mm graded crushed stone aggregate in lintels upto 1.5m clear span, cills, steps;roof padding, seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones,bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed.

0.4

Cum